Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

design of timber plywood flitch beams

Status
Not open for further replies.

mart123blue

Structural
Joined
Nov 28, 2005
Messages
1
Location
GB
Does anyone know how to design timber flitch beams, with the flitch being formed from Plywood rather than steel?
 
Just use the composite action of the wood members. Since the laminates are symetrical you can transform the section to an equivalent beam made of wood.



 
NAHB (Nat'l Association of home builders) published span tables for "plywood box beams" and "plywood I beams" in 1981. They do not detail the design procedure used to generate the allowable loads, but the booklets do give some useful data about how plywood can be fabricated into a structural member.

Chapter 16 in "Wood technology in the design of structures" by Hoyle and Woeste has a design method spelled out for plywood/lumber beams. Ditto, chapter 13 of "Structural Design in Wood" by Stalnaker and Harris.

Good luck.
 
the APA engineered wood handbook also has info on box beams also. Could you just use something like PSL or LVL for the entire section? That would probably be stronger, or are you trying to reinforce something?
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top